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HomeMy WebLinkAboutWQ0038071_Regional Office Historical File Pre 2018i. ROY COOPER + • Governor WILLIAM G. ROSS, JR. Acting Secretary Water Resources S. JAY ZIMMERMAN ENVIRONMENTAL QUALITY Director Rr:C9JVE01NCDENR1DWE January 17, .2017 JAN.18 Z017 DENNIS KEY — PRESIDENT SOUTHERN SOIL BUILDERS, INC. WOROS 958 HOOTS ROAD Al ooRESv(LLE REGIONAL OFFICE' ROARING RIVER, NORTH CAROLINA 28669-9148 Subject: Attachment A Certification Permit No. WQ0038071 Southern Soil Builders Class A Distribution Program. Wilkes County Dear Mr. Key: In accordance with your permit modification request received November 28, 2016, and subsequent additional information received January 5, 2017, we are forwarding herewith -a modified Attachment A, certified January 17, 2017 to Southern Soil Builders, Inc. for the subject residuals program. This certification is being issued to modify Attachment A by: Addition of 300 tons/year of residuals from the Mount Holly Water Treatment Plant (WTP) in Gaston County. This modified Attachment A shall be effective from the date of certification until November 30, 2020 (i.e. expiration date of the current permit), shall. void Attachment -A of Permit No. WQ0038071 that was previously certified on June 13, 2016, and shall be subject to the conditions and limitations as specified therein as well as those specified in the above -referenced permit. Please replace the Attachment A of Permit No. WQ0038071 that was issued on December 9, 2015,.with this modified Attachment A. Please note that only the maps for any new residuals -generating sources and/or land application sites are attached to this letter. It is the Permittee's responsibility to ensure that a complete permit is created by inserting these documents into the previously issued permit. If any parts, requirements, and/or limitations contained in this certification or modified Attachment A are unacceptable, you have the right to request an adjudicatory hearing upon written request within 30. days following receipt of the certification. This request shall be in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes and filed with the Office ofAdministrative Hearings at 6714 Mail Service Center, Raleigh, North Carolina 27699-6714. Unless such demands -are made, this permit shall be final and binding. <``Nothihj Compares'..-.,, State of North Carolina I Environmental Quality I Water Resources I Water Quality Permitting I Non -Discharge Permitting 1617 Mail Service Center I Raleigh, North Carolina 27699-1617 919-907-6332 Mr. Dennis Key January 17, 2017 Page 2 of 2 If you need any additional information concerning this matter, please contact Troy Doby at (919) 807-6336 or trodoby@ncdenr.gov. Sincerely, r S. Jay Zimmerman, P.G., Director Division of Water Resources cc: Gaston County Health Department (Electronic Copy) Winston-Salem Regional Office, Water Quality Regional Operations Section (Electronic Copy) Zach Key — Southern Soil Builders (Electronic Copy) Digital Permit Archive (Electronic Copy) Central Files ATTACHMENT A - Approved Residual Sources Southern Soil Builders, Inc. Certification Date: January 17, 2017 Permit Number: WQ0038071 Version: 1.2 Permit Biological Maximum Monitoring Frequency for Monitoring Frequency for Monitoring Frequency for Approved Owner Facility Name County Number Residuals Dry Tons Non -hazardous Metals and Pathogen & Mineralization Per Year Characteristics z Nutrients s, s vector Attraction Rate Reductions a, 5,6 Town of Forest City Forest City WTP Rutherford NC0074306 No 1,500 Annually See Table Below See Table Below - Town of Denton Denton WTP Davidson NC0082949 No 300 Annually Annually Annually - City of Mount.Holly Mount Holly WTP Gaston NC0136020 No 300 Annually Annually Annually - Total 2,100 1. Maximum Dry Tons per Year is the amount of residuals approved for land application from each permitted facility. 2. Analyses to demonstrate that residuals are non -hazardous (i.e., TCLP, ignitability, reactivity, and corrosivity) as stipulated under permit Condition IV.2. 3. Testing of metals and nutrients as stipulated under permit Condition IV.3. 4. Analyses of pathogen reductions as stipulated under permit Condition IVA. 5. Monitoring frequencies are based on the actual dry tons applied per year using the table below, unless specified above. Dry Tons Generated short tons per ear(Established Monitoring Frequency in 40 CFR 503 and 15A NCAC 02T .1111 <319 1/Year =5;319 - <1,650 1/ Quarter (4 times per ear =>1,650 - <16,500 1/60 Days (6 times per year) —16,500 1/month 12 times per year 6. Water Treatment Plant residuals are exempt from meeting the vector attraction reduction requirements in Condition WA, provided they are not in with residuals that'have been generated during the treatment of domestic wastewater, the treatment of animal processing wastewater, or the biological treatment of industrial wastewater. The Water Treatment Plant residuals must be treated and processed in a manner as to not meet the definition of `Biological Residuals" as defined in 15A NCAC 02T .1102(6). If no land application events occur during a required sampling period (e.g. no land application occur during an entire year when annual monitoring is required), then no sampling data is required during the period of inactivity. The annual report shall include an explanation for missing sampling data. Those required to submit the annual report to EPA may be required to make up the missed sampling, contact the EPA for additional information and clarification. WQ0038071 Version 1.2 Attachment A Page 1 of 1 pp!� Southern S Soil B I Builders, Inc. Wednesday, November 23, 2016 958 Hoots Road Roaring River, NC 28669 (336) 957-8909 Fax (336) 957-8940 North Carolina Department of Environmental Quality Division of Water Resources Water Quality Permitting Section Non -Discharge Permitting Unit 512 N. Salisbury Street Raleigh, NC 27604 Reference: Southern Soil Builders, Inc. Permit Modification of WQ0038071 Addition of Residual Source Southern Soil Builders, Inc. is submitting this permit modification package for its Class A permit No. WQ0038071. This modification is to add the City of Mount Holly's Water Treatment Plant as a residual source. These residuals are produced through the treatment of potable water. The residuals are stored in two sludge holding lagoons. We plan on land applying the residuals from the lagoons in a liquid form. Your attention in the review of this permit application package is greatly appreciated. Please contact me with any questions or concerns at zachkey@southernsoilbuildes.com or at 336-957- 7871. Sincerely, Zach Key Southern Soil Builders, Inc. State of North Carolina Department of Environmental Quality 0, WAW Division of Water Resources Division of Water Resources 15A NCAC 02T .1100 — DISTRIBUTION OF CLASS A RESIDUALS INSTRUCTIONS FOR FORM: DCAR 06-16 & SUPPORTING DOCUMENTATION Please use the following instructions as a checklist in order to ensure all required items are submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review time and reduce the amount of additional information requested. Failure to submit all of the required items will lead to additional processing and review time for the permit application. Unless otherwise noted the A licant shall submit one original and two copies of the application and supporting documentation For more information, visit the Water Quality Permitting Section's Non -Discharge Permitting Unit website General — This application is for treatment, storage, transport, distribution, land application, and/or marketing of Class A (or Equivalent) residuals under 15A NCAC 02T .1100. Unless otherwise noted, the Applicant shall submit one original and two copies of the application and supporting documentation listed below. A. Distribution of Class A Residuals (FORM: DCAR 06-16): ❑ Submit the completed and appropriately executed Distribution of Class A Residuals (FORM: DCAR 06-16) form. Please do not make any unauthorized content changes to this form. If necessary for clarity or due to space restrictions, attachments to the application may be made, as long as the attachments are numbered to correspond to the section and item to which they refer. ❑ The project name should be consistent on the plans, specifications, etc. ❑ The Applicant's Certification on Page 3 of this form shall be signed in accordance with 15A NCAC 02T 0106(b). An alternate person may be designated as the signing official if a delegation letter is provided from a person who meets the criteria in 15A NCAC 02T 0106(b). El If this project is for a modification of an existing permit, submit one copy of the existing permit. ❑ Please submit this application form at least 180 days prior to the expiration date on the existing permit, or 90 days prior to operation of proposed facility(ies) for application packages involving new or changes to treatment and storage units. B. Application Fee (New and Major Modification Application Packages) El Submit a check, money order or electronic funds transfer made payable to: North Carolina Department of Environmental Quality (NCDEQ). Facility Classification _.. _ . Major (residuals permitted for distribution > 3,000 dry tons/year) [-- Minor (residuals permitted for distribution < 3,000 dry tons/year) New Permit Major Modification r $1,310 $810 $395 $245 ' - A major modification shall be defined as any permit modification that: increases the generating facility's residuals dry tonnage; adds additional residuals sources; or includes the addition of new treatment or storage units/processes not previously permitted. There is no fee for minor permit modifications. C. Cover Letter (All Application Packages)El List all items included in the application package, as well as a brief description of the requested permitting action. 0� e doe ��Et�t`9 INSTRUCTIONS FOR FORM: DCAR 06-16 Pagel of 3 PPPIPPP, D. Program Information (All Application Packages) Provide a narrative explaining the following: How the materials will be handled and transported from where the residuals were produced to where it will be treated. ❑ How the residuals will be processed/treated (attach process flow diagram). ❑ How leachate collection will be handled. ❑ Where the residuals will be stored until processed. ❑ How the final product will be distributed (packaging, bulk, etc.) ❑ What nutrients or other constituents (i.e. nitrogen, phosphorous, aluminum, calcium, etc.) are used or recommended as the limiting parameter for determination of residuals loading rate to ensure that it does not overload the soil and cause contravention of surface water or groundwater standards, limit crop growth, or adversely impact soil quality. ❑ Attach a marketability statement detailing destinations and approximate amounts of the final product to be distributed. ❑ Provide either a label that shall be affixed to the bagged processed residual or an information sheet that shall be provided to the person who receives the processed residual. The label or information sheet shall contain, at a minimum, the following information: ❑ Name and address of the person who prepared the residual that is sold or given away. El A statement that application of the residuals to the land shall be in accordance with the instructions on the label or information sheet. A statement that the residuals shall not be applied to any site that is flooded, frozen or snow-covered. ❑ A statement that adequate procedures shall be provided to prevent surface runoff from carrying any disposed or stored residuals into any surface waters. Information on all applicable setbacks in accordance with 15A NCAC 02T 1108(b). ❑ A statement that the residuals shall be applied at agronomic or recommended rates for intended uses. E. Detailed Plans and Specifications (Application Involving New or Changes to Treatment or Storage Units) Submit detailed plans and specifications that have been signed, sealed, and dated by a NC Professional Engineer per 15A NCAC 02T .1104(a). Specifications for standard equipment may only be omitted for municipalities with approved standard specifications, but use of the standard specifications must be noted on each sheet of the plans. ❑ Plans must include the following minimum items: a general location map, a topographic map, plan and profile view of the residuals treatment and storage units as well as the proximity of the residuals treatment and storage units to other utilities and natural features within 500 feet of all treatment and storage facilities, and detail drawings of all items pertinent to the residuals treatment and storage units. Depict minimum separations required in 15A NCAC 02T 1108(a) on the plans. ❑ Specifications must include, at a minimum, the following for all items pertinent to residuals treatment and storage units: description of materials to be used, methods of construction, quality of construction testing procedures to ensure the integrity of the final product in accordance with 15A NCAC 02T 1104(a)(2)(B), including leakage and pressure testing as appropriate. ❑ Plans and specifications must not be labeled with preliminary phrases (e.g., FOR REVIEW ONLY, NOT FOR CONSTRUCTION, etc.) that indicate that they are anything other than final plans and specifications. However, the plans and specifications may be labeled with the phrase: FINAL DESIGN — NOT RELEASED FOR CONSTRUCTION. F. Engineering Calculations (Application Involving New or Changes to Treatment or Storage Units) ❑ Submit all design calculations that have been signed, sealed, and dated by a NC Professional Engineer per 15A NCAC 02T .1104(a). G. Environmental Assessments (Maybe Required— See 15A NCAC 1 C .0300) ❑ Submit a copy of the Findings of No Significant Impact (FONSI) or Environmental Impact Statement (EIS). Also, include information on any mitigating factor(s) from the Environmental Assessment (EA) that impact the construction of the residuals treatment and storage facilities. An EA may also be required for private systems if any public funds and/or lands are used for the construction of the subject facilities. INSTRUCTIONS FOR FORM: DCAR 06-16 Page 2 of 3 PPP1PPP_ H. Operation and Maintenance Plan (New and Renewal Application Packages) ❑ For Modification Application, if there are any changes to the existing plan, submit an updated O&M plan. ❑ Submit the O&M Plan in accordance with 15A NCAC 02T .l 110 and include at a minimum: ❑ Operational functions; describe the operation of the program to show what operations are necessary for the program to function and by whom the functions are to be conducted. ❑ Maintenance schedules; may include equipments calibration, maintenance of signs, etc. ❑ Safety measures; may include safety training program, manuals, signs, etc. ❑ Spill response plan; including control, containment, remediation, emergency contact information, etc. ❑ Inspection plan including the following information; ❑ Names and titles of personnel responsible for conducting the inspections. ❑ Frequency and location of inspections, including those to be conducted by the ORC, and procedures to assure that the selected location(s) and inspection frequency are representative of the residuals management program. ❑ Detailed description of inspection procedures including record keeping and actions to be taken by the inspector in the event that noncompliance is observed. ❑ Sampling and monitoring plan including the following information; ❑ Names and titles of personnel responsible for conducting the sampling and monitoring. ❑ Detailed description of monitoring procedures including parameters to be monitored. El Sampling frequency and procedures to assure that representative samples are being collected. Fluctuation in temperature, flow, and other operating conditions can affect the quality of the residuals gathered during a particular sampling event. The sampling plan shall account for any foreseen fluctuations in residuals quality and indicate the most limiting times for residuals to meet pathogen and vector attraction reduction requirements (e.g. facilities that land apply multiple times per year but have an annual sampling frequency, may need to sample during winter months when pathogen reduction is most likely to be negatively affected by cold temperatures. ONE ORIGINAL AND TWO COPIES OF THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS, SHALL BE SENT TO THE FOLLOWING ADDRESS: NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY DIVISION OF WATER RESOURCES WATER QUALITY PERMITTING SECTION NON -DISCHARGE PERMITTING UNIT By U.S. Postal Service: 1617 MAIL, SERVICE CENTER RALEIGH, NORTH CAROLINA 27699-1617 TELEPHONE NUMBER: (919) 807-6464 By Courier/Special Delivery: 512 N. SALISBURY STREET RALEIGH, NORTH CAROLINA 27604 FAX NUMBER: (919) 807-6496 INSTRUCTIONS FOR FORM: DCAR 06-16 Page 3 of 3 { D State of North Carolina 'WR Department of Environmental Quality Division of Water Resources Division of Water Resources 15A NCAC 02T .1100 — DISTRIBUTION OF CLASS A RESIDUALS FORM: DCAR 06-16 I. APPLICANT INFORMATION: 1. Applicant's name: Southern Soil Builders Inc. Applicant type: El Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility ❑ Federal ❑ State ❑ Municipal [] County Signature authority's name per 15A NCAC 02T .0106: Dennis Key Title: President Applicant's mailing address: 958 Hoots Road City: Roaring River State: NC Zip: 28669-9148 Telephone number: (336) 957-7878 Email Address: dkey(2southernsoilbuilders com 2. Consultant's name: Zach Key License Number (for P.E.): Affiliation: ® On Staff ❑ Retained (Firm: Consultant's mailing address: 958 Hoots Road *CJ151 2Q1� City: Roaring River State: NC Zip: 28669-9148 No Telephone number: 336) 957-7871 Email Address: zachkey@southems6ilbuilders.com rlon-Dv unik 3. Fee submitted: $245.00 (See Instruction B) pew' II. PERMIT INFORMATION: I. Application is for (check all that apply): ❑ new, modified ❑renewed permit 2. If this application is being submitted to renew or modify an existing permit, provide the following: Permit number: WQ0038071 Date of most -recently issued permit: 12-9-2015 Date of most -recently certified Attachment A (if different than the permit): 6-13-2016 III. FACILITY INFORMATION: 1. Name of residuals processing facility: Mount Hol1yTP City: Mount Holly State: NC Zip: 28120-2116 Coordinates: Latitude: 350 20' 06" Longitude: 80° 59' 51" Datum: NAD83 Level of accuracy: 01 " Method of measurement: MAP County where facility is located: Gaston 2. Facility contact (person familiar with residuals preparation): Name: Gina Miller Title: Division Mana er/ORC Mailing address: 111 Mountain Island Road City: Mount t Holly State: NC Zip: 28120- Telephone number: 704) 813-9073 E-mail address: gina-miller@iiitholly.us us FORM: DCAR 06-16 Pagel of 3 PPP1 ppp- 3. Is the residual process facility also the generator? 0 Yes; ❑ No If No, please specify delivery frequency and quantity of residual to be processed: 4. Length of residuals storage at facility: 365+ days (Note: the Division requires minimum 30 days storage in units that are separate from treatment system, i.e. not in clarifiers, aeration basins, etc.) IV. RESIDUALS QUALITY INFORMATION: 1. Specify how these residuals will be distributed: ❑ sold or given away in bags or other containers; ❑ lawn (bulk); ❑ home garden (bulk); 0 other (explain); hand Ap lication Note: Bulk residuals shall mean residuals that are transported and not sold or giving away in a bag or other receptacles with a load capacity of one metric ton or less. 2. Complete the following if residuals are to be mixed with other materials: Type of Materials I Amounts to be added per 1 0 dry ton of residuals (dry ton) 3. Approximate amounts of the residuals received and processed at the facility: 300 dry tons per year. 4. Approximate amounts of the final product (processed residuals) to be distributed: 300 dry tons per year. 5. Provide a description of the onsite storage management plan for the treated residuals (including estimated average and maximum storage times prior to distribution): All residuals will:be stored 'in two'(2) 170'x-100` folding' ond§ 6. Does the facility have a stormwater management plan? ❑ Yes; 0 No Explain whether the treatment and storage areas are under roof or how stormwater runoff will be handled: All stormwater will be held in- place 'in the ponds V. RESIDUALS SOURCE INFORMATION: (Required for all new, renewed, or modified residuals source) Complete and submit the attached Residuals Source Certification and all associated documentation. Residuals Source Certification FORM: DCAR 06-16 Page 2 of 3 Professional Engineer's Certification: (Application involving New or Changes to Treatment or Storage Units) attest that this application for has been reviewed by me and is accurate and complete to the best of my knowledge. I further attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations. Although certain portions of this submittal package may have been developed by other professionals, inclusion of these materials under my signature and seal signifies that I have reviewed this material and have judged it to be consistent with the proposed design. North Carolina Professional Engineer's Seal, Signature, and Date: Applicant's Certification: The applicant or any affiliate has not been convicted of an environmental crime, has not abandoned a wastewater facility without proper closure, does not have an outstanding civil penalty where all appeals have been exhausted or abandoned, are compliant with any active compliance schedule, and do not have any overdue annual fees under Rule 15A NCAC 02T .0105. [AYes ❑ No, Explain; I, Wcnnt-$ K40- wiruaLu JYrluuwrJLy s ivame — YLEASE PRINT) < /� (Title) attest that this application for J 0,J "�i, S o -, I IJ v d err'Inc. (Facility Name) has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that the Division of Water Resources may not conduct a technical review of this program and approval does not constitute a variance to any rules or statutes unless specifically granted in the permit. Further, any discharge of residuals to surface waters or the land will result in an immediate enforcement action, which may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this application are not completed and that if all required supporting information and attachments are not included, this application package will be returned to me as incomplete. Note: In accordance with North Carolina General Statutes §143-215.6A and §143-215.6B, any person who knowingly makes any false statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation. Signature: ,J,` /r Date: 23Ia01� FORM: DCAR 06-16 Page 3 of 3 Program Information All of the residuals produced from the City of Mount Holly's Water Treatment Plant stored in two (2) 170' X 100' holding lagoons. are The first location during the treatment that the residuals are produced is from the settling basins, from where the residuals are allowed to settle out. The return water left in the sedimentation basin is pumped to the sludge holding lagoons. The second place in the treatment process that produced residuals are from the filters. The filters are backwashed and the residuals from the backwash process are sent to the sludge holding lagoons. Also residuals are sent to the lagoons when a filter is rewashed during plant start-up. Once the residuals reach the sludge holding lagoons, they are stored until the lagoons are full enough to need a distribution even. Once it is determined that a distribution event is needed, the residuals are removed using pumps and tanker trucks. The residuals are given to local landowner's for use as a soil amendment. All of the residual are stored in the sludge holding lagoons along with any leachate or run off the may be present. All land owners that receive the residuals are given an information sheet that will explain all of the requirements and regulations for the material. This information sheet will also highlight any nutrients that will be the limiting parameter for determining the residuals loading rate. In most cases, the limiting parameter for determining the loading rate will be nitrogen. 3,77 1 ADMIN BUILDING ENTRANCE DRIJE CL 4-20.5 11 CHEMICAL FEE ENTRANCE VE RI VENTURI VAULT -------- - CENTER IMI H 0 . roll I'Aw I L I,, 14TER CLEARWELL CEf !L2 ------ --------- DISTRj..TI-. DIIAINAGE DITC.FI LAGOON BOX CENTER 0 4.55.8 FLOCCULATION R. 'v F 6,w LAGOON NO. I CENTER BA S I Ns )0-74.0 0 3-4713 LAGOON NO Z JENTER 10.74.0 LAGOON ENTRANCE X LAGOON ENTRiNCEINV EL.�13.8 0 0 DRIVE 10-9.5 12"DRA N 3 0 00 Z5 6"',LH(VE INILF-I MATCHLINJEW�JTLtRAW WATER :FRA7NShFlSS[6 --- -------- SE T T I 1,,G 6" $uPERryAT4NT nET 8 lRN K" LAGOON INLET D. I P.? H 3 121 D F. "'?" Dr-, O.C.1 I i- VN MH 1 24 'DRAIN- J.0 12 DEnCHEDULE - 0 _JNLET-_MMR N E INVERT IN/PIPE SIZE INVERT OUT'P SIZE WE C-B -1 2-33.0 4-04.0 713.1118".71311112' C-8 -2 2�31-B 4-39.0 z 1; 7:2. 118" 71 1.8,118 242.0 4-900 7 0,001178".710-0112" 7" 30" FILTERED C.B. .3 C.S 04 2�36D 5�57.0 705.1!18". 705 T '12" 704.9118" WATE CS =5 Z-86.0'BS 3.58.0 C.B. �6 �1-71. C. .7 a . TEE S-sl 0 7 - - ----- C.B. ge 9-88.0 1 rla.o _0 _Z�4Z '+ii.l 711 69825 M.H .1 5.68.S ­12.3 71 710.0/24" 709.8130' M.H -2 5+63.q 4155.8 709.4130", 709.4/30". 704.2/30 k : 709 4/12" TRANSFORMER, AUX.. GE .H. =3 8+45.d 4155.8 706,3/30" 70 24" FINISHED WA- RR TO, 8 FUEL TANK 6.1!30 - M.H 94 5168.6 5+25,8 710.1112 ". 7 10, 1 /B PUMPING ST4TI 710. /301 =5 5-63.6 6. 19.2 711 1/8" 711.0 0"B.- M.H -6 4-44.C. 6119.2 912.316". 712.3118­ 7:2.2;8" CLEARWELL KH. -7 3+80.9 7 FUTURE 6-79.2 713,0,'8 2* M.H. .8 4144.9 6-08.4 713.5/6", 713.5f6 31 TANK 6" i I\ ELEV. �-20" TRANSMISSIO LINE �ca 8 Mn TIH INE�__CQN7 ACT - 60 T c '_N'CH m Y., -PC- 273 q N 1100 N1000 N 900 N 800 �?Oc N600 N500 N400 N300 CITYOF MOUNT C WATER F 0. DATE REVISION INIT. FACILITIES I C)(ATIONI 5ZL DI E) I Klf- CITY OF �4,OUNT HOLLY WATER TREATMENT NT PL 013RIEN-UGERE p pppp pi GRAVEL --- - ------ F4 RAIN A I N FENCE VENTURI VA T 8 MHs 8 .___OOO9 M H 8 20' RAW WATEF --- --- AICHEMICAL DRAIN 11 FLOCCULATION 0 6" WATER L I E s x CULVERT FLARED CONTRA( 0� BASINS C3 TO HYDRAN S- (D C U F L Co 0 - /-GRAVEL 'x INV. EL.713.8 I CB 7 12" 4 12 DRA cl VIH4 0. 3 0 0 D000 , o INV. E L.717. 5 . . .. ...... BASINS c B31 B6 H 2 12"DRA N 0.03 DROP- OINLET 132� .. ........ .. . . .. .. ... 0 n 24 DRAIN-- .012 CONTRACT OBTAIN AP FILTERS . .. .... . CBI _T H L \ `HEAL IT INSTALLi inp, i'Ijjo,,jde, SYSTEM ca stl'C phospillFte TANK 8 30 FILTERED T,85 WATER —2d'X2 "xE;' TEE b TRANSFORMER,AUX-GEN. ul us 24" FINISHED WA I ER TO 5 FUEL TANK PUMPING STATIO�/--,,, \ ` CLEAR WELL FUTURE \ `' \ ELEV, TANK I \ �w------20"TRANSMISSIoq LINE Marketability Statement: The product will be given to local landowners who desire the material as a soil amendment. The amount of residuals to be land applied per year is approximately 200 dry tons. These residuals can be beneficial to soils and plants and the improved soil physical properties are the results of the addition of organic matter and plant nutrients. Destinations for these residuals are local landowners and farmers that have sufficient amount of land to handle a bulk distribution of the alum residuals; a field or combination of fields of around 25 acres are desired. Product Label: Residuals produced from: City of Mount Holly Water Treatment Plant Mailing Address: PO Box 406 Mount Holly, NC 28120 Facility Address: 111 Mountain Island Road Mount Holly, NC 28120 (704) 822-2928 • This product contains plant nutrients such as nitrogen and aluminum and can be used as a soil amendment. This material has been processed in accordance with EPA guidelines. Chemical composition of this product is such that it does not exceed pollutant ceiling concentrations • This material shall not be applied to any site that is: o frozen, snow-covered or flooded 0 100 feet of any public or private water supply source (including wells) 0 100 feet of surface waters (streams, rivers, wetlands) 0 25 feet of water diversions (ditches) 0 Within a 100 year flood plain unless incorporated within 24 hours 0 During a measurable precipitation event (0.01 inch per hour) or within 24 hours of a rainfall event of 0.5 inches o Slope greater than 10% 0 Has a vertical separation of the bedrock less than one foot o If vertical separation of seasonal water table is less than one foot o Than does not have an established vegetative cover unless incorporated • If soil pH is less than 6.0, lime shall be added to maintain at least 6.0 unless an agronomist provides information indication otherwise • Residual stockpile for more than 14 days shall be covered For current analysis and appropriate loading rates for farmland application, contact: Southern Soil Builders, Inc. 958 Hoots Road Roaring River, NC 28669 Phone (336) 957-7871 zkey@southernsoilbuilders.com Application of this material to the land is prohibited except in the accordance with the instructions on this label and all applicable setbacks as in accordance with 15A NCAC 2T .1108(b). Use of this material should conform to the recommendations of the current analysis and loading rates. Operation and Maintenance Plan City of Mount Holly, NC Water Treatment Plant In accordance to the requirements as issued by the North Carolina Department of Environmental Quality using NCGS 143-215.1 and 143-215.3(a) based on 15A NCAC 02T .110, the City of Mount Holly and Southern Soil Builders, Inc. are implementing this Operation and Maintenance Plan. The Class A distribution program from the City of Mount Holly's Water Treatment Plant will be conducted from the Water Treatment facility, located at I I I Mountain Island Mount Holly, NC. Residuals will be removed and given away to local farmers to be used as a soil amendment. The residuals will be removed on as needed bases; as fluctuation in the output of the plant will vary with changing economic conditions. The day to day operation of the running of the Water Treatment will be conducted by City of Mount Holly. The operations of the distribution program will be conducted by Southernt Builders, Inc. Soil A label shall be provided to every recipient of the residual material, in addition label, the ORC will make sure every recipient is educated in the proper er u to this residuals. p p se of the Prior to distributing these residuals to local farmers, the followin s must be met (as is outlined in greater detail in the sampling lattached aling conditions pan Operation and Maintenance Plan). to this Toxicity Characteristics co Leaching Procedure (TCLP) will be permit cycle. nducted once per An analysis of the parameters will be conducted annuall if a takes place. Y distribution event A fecal coliform test shall be conducted as required in 15A N chapters (a) and (b) to show that the density of the fecal col' CAC 027T is 1,000 MpN Per r 1106 p gam of total solids, each year a distribution event takes less than lace These samples will be collected b p approved lab the s Y the ORC or his/her designee .0505The s ame day the samples are taken, as in accord ance totransportel A NCA to an 2 amples must be taken in a matter to ensure a representative residuals has been taken. C 0B sample of the To prevent any spills and or safety issues from occurring the flowing will take place during a distribution event. In the unlikely event of a spill consult the spill control plan immediately. 1. Access to the facility will be controlled with a locked gate and signs to prevent any unauthorized entry into the complex; this gate will be lock at the end of each day. 2. All pumps and hose will be checked at the start of each day for leaks or loose fittings. 3. All tanker valves are closed prior to loading and lids are closed prior to transport. 4. All dump trailers or dump trucks gates are tightly fastened and do not leak prior to transport. 5. All on road equipment is check as per DOT regulations for any safety or mechanical hazards or issues. 6. All equipment is secured at the end of each working day to prevent any tampering or unauthorized use. The fields should be inspected daily by the ORC or the BORC for compliance with the conditions that is outline in then permit. The inspection should consist of (but not limited to): 1. All required set -backs and buffers are in compliance 2. All required record keeping of truck and fields sheets are maintained and properly filled out so accurate records of the volume and locate of residuals are ke 3. All public access points are controlled (signs posted, 4. Make sure all fields records are turned over to the ORC a.nd the records and be reviewed by NCDE and an annual Town f E11c�n s Q report can be cons rutted. If any issues or violations are discovered, the ORC, Mount Holly WTP and the Mooresville Regional Office should be contacted as soon as safely possible. Southern Soil Builders, Inc. Mount Holly, WTP Permit No. WQ0038071 SAMPLING PLAN Annually, if a land application event occurs, grab samples are collected from the holding pond. Samples from the pond will be combined to form individual grab samples to be sent to a laboratory for analysis. If a land application event is to occur in the early part of a calendar year (i.e. January or early February) these samples may have to be taken in December so results can be obtained before the land application event, as some results take 30+ days to receive. These individual grab samples are collected and tested for nutrient analysis, and a TCLP test. These tests will be taken by Southern Soil Builders, Inc. All samples with the exception of the composite residual sample will be taken to Statesville Analytical. All samples taken will be taken in the same condition as the residuals are to be land applied. Annually, if land application occurs, a composite residual sample will be analyzed, prior to a land application event for: Cadmium, Copper, Lead, Mercury, Molybdenum, Nickel, Selenium, Zinc, Aluminum, Ammonia Nitrogen, Calcium, Nitrate Nitrogen, Magnesium, % total Solids, pH, Phosphorus, Potassium, TKN, Sodium From this information, the Plant Available Nitrogen (PAN) and a Sodium Absorption Ratio (SAR) will be calculated. This sample will -collected in a non -breakable container, at least one quart in size. This sample will be taken from thdige-ster. Tis test will be done by A&L Labs. fV PPPPPP' SPILL CONTROL PLAN- Southern Soil Builders Inc. Permit WQ0038071 City of Mount Holly -Water Treatment Plant In the event of a spill, the following should be taken IMMEDITALY. l . Make sure all personal and bystanders are safe- if not contact emergency services 2. Halt the source of the spill- overturned truck, leaking valve, ruptured tank. 3. Contain the spill. Use straw bales or earthen barrier to form a dike to contain the spill. 4. Cleanup. Employ vacuum trucks, dump trucks, and loaders to remove as much of the spilled material as possible. Use straw to soak -up the remaining material. Dispose of the same in a landfill. 5. Flush the roadways with water if needed. If the spill occurred on a tillable area, till the same into the soil and spread lime if necessary. If a spill occurs on private property, final clean-up should be to the satisfaction of the owner. 6. Notification. (This should be done as soon as safely possible.) A. Southern Soil Builders, Inc. Main Office (336)957-8909 B. City of Mount Holly, WTP (704) 822-2928 C. NCDEQ-Mooresville Regional Office (704) 663-1699 D. County Emergency Services (Sheriff, Fire Dept.) 911 7. Reporting: The Permittee shall report by telephone to the Mooresville Regional Office, telephone number (704) 663-1699, as soon as possible, but in no case more than 24 hours or on the next working day following the occurrence or first knowledge of the occurrence of any of the following: A. Surface disposal of residuals abnormal in quantity or characteristic. B. Any failure of the surface disposal program resulting in a release of material to surface waters. C. Any time self -monitoring indicates the facility has gone out of compliance with its permit limitations. D. Any process unit failure, due to known or unknown reasons, rendering the facility incapable of adequate residual treatment E. Any spill or discharge from a vehicle or piping system during residuals transportation. Any emergency requiring immediate reporting (e.g., discharges to surface waters, imminent failure of a storage structure, etc.) outside of normal business hours shall be reported to the Division's Emergency Response personnel at telephone number (800) 662-7956, (800) 858-0368, or (919) 733-3300. Persons reporting such occurrences by telephone shall also file a written report in letter form within five days following first knowledge of the occurrence. This report shall outline the actions taken or proposed to be taken to ensure that the problem does not recur. 8. Spill Prevention. The easiest way to clean a spill is to prevent one. A. Ensure loading personal watch the vehicle being loaded. B. Ensure all valves and lids are closed C. Inspect all seals and replace if necessary. ppp.p,F , , State of North Carolina Department of Environmental Quality Division of Water Resources MAYM o a er esources RESIDUALS SOURCE CERTIFICATION INSTRUCTIONS FOR FORM: RSC 06-16 Please use the following instructions as a checklist in order to ensure all required items are submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review time and reduce the amount of additional information requested. Failure to submit all of the required items will lead to additional processing and review time for the permit application. Unless otherwise noted, the Applicant shall submit one original and two copies of the application and supporting documentation For more information, visit the Water Quality Permitting Section's Non -Discharge Permitting Unit General — This certification provides detailed information of residuals source generating facility and its residuals quality for land application, distribution, or disposal in accordance with 15A NCAC 02T .1100. Do not submit this certification for review without a corresponding application form (FORM: RLAP 11-15, FORM: DCAR 11-15, or FORM: SDR 11-15). Unless otherwise noted, the Applicant shall submit one original and two copies of the application and supporting documentation listed below. A. Residuals Source Certification (FORM: RSC 11-15): ❑ Submit the completed and appropriately executed Residuals Source Certification (FORM: RSC 11-15) form. Please do not make any unauthorized content changes to this form. If necessary for clarity or due to space restrictions, attachments to the application may be made, as long as the attachments are numbered to correspond to the section and item to which they refer. ❑ For new or renewed permits, submit a separate certification for each source facility. ❑ For modified permits, submit a separate certification for only those facilities that are affected by the proposed modification. ❑ Complete the residuals source facility summary page. List all new, renewed, or modified facilities. B. Residuals Source -Generating Facility Information: ❑ For each source facility, attach the following: ❑ Vicinity map - A vicinity map that shows the location of the facility and meets all of the criteria in the "Map Guidance for Residuals Land Application Permits". ❑ Process flow diagram and/or narrative - A detailed narrative and/or process flow diagram that describes how the residuals are to be generated, treated, processed, and stored at the facility. ❑ Quantitative justification for residuals production rate - A quantitative justification for the value provided in Item I. 8. Ensure that the amount of residuals listed is the maximum amount expected to be generated by the facility for the life of the permit. In addition, ensure that this amount is equivalent to that which is actually to be land applied, distributed, and/or disposed, including any chemicals, amendments, or other additives that are added to the residuals during processing. ❑ Sampling plan - A detailed sampling plan for the residuals source -generating facility. Ensure that the plan identifies sampling points, sampling frequency, sample type, as well as the Division -certified laboratory to be used. In addition, ensure that the plan details how the facility and/or the residuals are monitored for any applicable pathogen reduction and vector attraction reduction requirements. Note that all sampling and monitoring must be completed on the residuals as they are to be land applied, distributed, and/or disposed. C. Residuals Quality Information: ❑ For each source facility, attach the following: ❑ Laboratory analytical reports and operational data - reports for all laboratory analyses used to complete this certification. ❑ Documentation that the facility complies and/or the residuals comply with any applicable pathogen reduction and vector attraction reduction requirements. ❑ For new facility that may have not yet been constructed and analytical results of residuals cannot be obtained, please attach analytical results of residuals generated from a similar facility along with the description of similarities of the two facilities. INSTRUCTIONS FOR FORM: RSC 06-16 Page 1 of 1 RESIDUALS SOURCE FACILITY SUMMARY Applicant's name: Southern Soil Builders Inc. The amount of residuals currently permitted for distribution GlandJapplication, or disposal (Le, not applicable to new facility). SUMMARY FOR FORM: RSC 06-16 Page 1 pppp.p State of North Carolina DWK Department of Environmental Quality -. Division of Water Resources Division of Water Resources RESIDUALS SOURCE CERTIFICATION FORM: RSC 06-16 I. RESIDUALS SOURCE -GENERATING FACILITY INFORMATION (See Instruction B.): 1. Facility Name: City of Mount Holly WTP 2. Facility permit holder is: [l Federal, 0 State, Z Local Government, or 0 Private. Facility permit issued by: Z Div. of Water Resources, [] Div. of Environmental Health, or 0 Other (explain: ), 3. Facility contact person and title: Gina Miller Complete mailing address: PO Box 406 City: Mount Holly State: NC Zip: 28120 Telephone number: (704) 822-2928 E-mail address: 9:m—a.miller@rntholly.us 4. Facility physical address: 111 Mountain Island Road City: Mount Holly State: NC Zip: 28120 Coordinates: Latitude: 35' 20' 06" Longitude: 80° 59' 51" Datum: NAD83 Level of accuracy: 01" Method of measurement: MAP 5. Purpose of the facility: Cl treatment of municipal wastewater, 0 treatment of 100% domestic wastewater, 0 treatment of potable water, 0 treatment of 100% industrial wastewater, [] treatment of industrial wastewater mixed with domestic wastewater, (approximate percentages: % industrial and % domestic) 0 other (explain: ' ). 6. Does the facility have an approved pretreatment program: [] Yes No 7. Facility permitted/design flow: 6_0 MGD and facility average daily flow: 3.001 MGD 8. Average amount of residuals being generated at this facility 200 dry tons per year. 9. Specify the following regarding treatment and storage volumes available at the facility: Type and volume of residuals treatment: Two (2) 170' X 100'holding ponds Type and volume of residuals storage (i.e., outside of residuals treatment units): None U. RESIDUALS QUALITY INFORMATION (See Instruction C.): I . Specify if residuals are regulated under: 40 CFR Part 503 or 40 CFR Part 257. Note: Only residuals that are generated during domestic/municipal wastewater treatment processes are regulated under 40 CFR Part 503, otherwise, the residuals are regulated under 40 CFR Part 257. 2. Specify if residuals are defined under 15A NCAC 02T 1102(6) as: [l Biological Z Non -Biological Note: Biological residuals are residuals that have been generated during the treatment of domestic wastewater, animal processing wastewater, or the biological treatment of industrial wastewater (biological treatment is a system that utilizes biological processes including lagoons, activated sludge systems, extended aeration systems, and fixed film systems). FORM: RSC 06-16 Page 1 of 5 3. Hazardous Waste Determination: Complete the following to demonstrate that the residuals are non -hazardous under RCRA: (Note - this item does not have to be completed for facilities that are less than 0.5 MGD in design flow that treat 100% non -municipal, domestic wastewater only) a. Are the residuals listed in 40 CFR §261.31-§261.33: 0 yes no. If yes, list the number(s): b. Specify whether or not the residuals exhibit any of the characteristics defined by 40 CFR §261.21- 261.24: E3 yes M no. Fill in the following tables with the results of the latest toxicity characteristic leaching procedure (TCLP) analysis as well as those for corrosivity, ignitability, and reactivity: Laboratory: Pace Analytical and Date of analysis: 10-24-2016 Passed corrosivity test: 2 yes [f no. pH: s.u. (2 < pH < 12.5) Passed ignitability test: Z yes 0 no. Flashpoint: 200 T (> 140°F) Passed reactivity test: Eyes Ono. HCN: ND mg/kg (<250) & HZS: ND mg/kg (<500) TCLP Parameter Limit Result TCLP Parameter Limit Result Arsenic 5.0 ND Hexachlorobenzene 0.13 ND Barium 100.0 ND Hexachloro-1,3-Butadiene Hexachloroethane Lead Lindane Mercury 0.5 ND Benzene 0.5 ND 3.0 ND Cadmium 1.0 ND 5.0 ND Carbon Tetrachloride 0.5 ND 0.4 ND Chlordane 0.03 ND 0_2 ND Chlorobenzene 100.0 ND Methoxychlor Methyl Ethyl Ketone 10.0 ND Chloroform 6.0 ND 200.0 ND Chromium 5.0 ND Nitrobenzene Pentachlorophenol 2.0 ND m-Cresol 200.0 ND 100.0 ND o-Cresol 200.0 ND Pyridine Selenium 5.0 ND p-Cresol 200.0 ND 1.0 ND Cresol 200.0 ND Silver Tetrachloroethylene 5.0 ND 2,4-D 10.0 ND 0.7 ND 1,4-Dichlorobenzene 7.5 ND Toxaphene 0.5 ND 1,2-Dichloroethane 0.5 ND Trichloroethylene 0.5 ND 1,1-Dichloroethylene 0.7 ND 2,4,5-Trichlorophenol 400.0 ND 2,4-Dinitrotoluene Endrin Heptachlor and its Hydroxide 0.13 0.02 0.008 ND ND ND 2,4,6-Trichlorophenol 2,4,5-TP (Silvex) Vinyl Chloride 2.0 ND 1.0 0,2 ND ND FORM: RSC 06-16 Page 2 of 5 4. Metals Determination: Complete one of the following tables (i.e., as applicable) to demonstrate that the residuals do not violate the ceiling concentrations for metals regulated under 15A NCAC 02T .1105. a. For Distribution/Land Application: Fill in the following table with the results of the latest analyses (i.e., on a dry weight basis) for the following metal parameters: Laboratory: Wwoint Analytical and Date of analysis: 10-24-2016 Parameter Ceiling Concentration Limits (ClassA & ClassB) (mg/kg) Monthly Average Concentration Limits (Class A Only) (mg/kg) Result (mg/kg) Arsenic 75 41 32.3 Cadmium Copper Lead Mercury Molybdenum Nickel Selenium Zinc 85 4,300 840 57 75 420 100 7,500 39 1,500 300 17 n/a - 420 100 2,800 2 88.7 21.6 0.4 5 _ 10.8 5 57.1 b. For Surface Disposal Unit (landfill): Fill in the following table with the results of the latest analyses (i.e., on a dry weight basis) for the following metal parameters: Laboratory: ; '.: ' .! and Date of Distance from Disposal Unit to Boundary to Closest Property Line (meters, check one) El > 0 but <25 0 >_ 25 but < 50 [j > 50 but < 75 [] >_ 75 but < 100 >_ 100 but < 125 > 125 Result (mg/kg) analysis: ; ' Arsenic (mg" 30 34 39 46 53 62 Chromium (mg/kg) 200 220 260 300 360 450 Nickel (mg/kg) 210 240 270 320 390 420 FORM: RSC 06-16 Page 3 of 5 5. Nutrient/Micronutrient Determination: Complete the following: a. Total solids: 0.38 %. b. Fill in the following table with the results of the latest alyses (i.e., on a dry weight basis) for micronutrient parameters: ,f Laboratory: Waypoint Analytical and Date of analysis: 10-24-2016 Parameter Result (mg/kg) Aluminum 170000 Ammonia -Nitrogen 5130 Calcium 6100 Magnesium 940 Nitrate -Nitrite Nitrogen 1.01 pH (Standard Unit) g Phosphorus 1270 Potassium 842 Sodium 449 Total Kjeldahl Nitrogen 43600 c. Using the results listed in Item II. 5b. above, calculate the sodium adsorption ration (SAR): 0.08 [Note: If residuals contain SAR of 10 or higher, the applicant shall obtain recommendations from the local Cooperative Extension Office, the Department of Agriculture and Consumer Services, the Natural Resource Conservation Service, a North Carolina Licensed Soil Scientist, or an agronomist, prior to land application of residuals. The recommendations shall address the sodium application rate, soil amendments (e.g., gypsum, etc.), or a mechanism for maintaining site integrity and conditions conducive to crop growth]. d. Specify the mineralization rate to be used in calculating the plant available nitrogen (PAN) of the residuals: 40 %. This rate is a (check one): 0 default value, or El actually established. If the residuals are not generated from the treatment of municipal or domestic wastewater, explain or provide technical justification as to why the selected default value is appropriate to be applied to these residuals: Non processed residuals e. Calculate the PAN for the residuals (i.e., on a dry weight basis) and fill the results in the following table: Application Method First (19) Year PAN Five -Year (mg/kg) Maximum Adjusted PAN (mg/k9d Surface 17954.01 19210.78 Injection/Incorporation 20519.01 21955.34 6. Other Pollutants Determination Specify whether or not there are any other pollutants of concern in the residuals and provide the results of the latest analyses. FORM: RSC 06-16 Page 4 of 5 7. Pathogen Reduction: Per 15A NCAC 02T.1106, specify how residuals will meet the pathogen reduction requirements: a. For Distribution/Land Application of Class A or Equivalent. A fecal coliform density that is demonstrated to be less than 1,000 MPN per gram of total dry solids, or A salmonella sp. density that is demonstration to be less than 3 MPN per 4 grams of total dry solids. AND one of the followings (except for non -biological residuals): Alternative 1 [15A NCAC 02T.I 106(b)(3)(A)] - Time/Temperature Compliance. Alternative 2 [15A NCAC 02T. 1 106(b)(3)(B)] - Alkaline Treatment. Alternative 3 15A NCAC 02T.I 106 [ (b)(3)(C)] -Prior Testing for Enteric Virus/Viable Helminth Ova. Alternative 4 [15A NCAC 02T. I 106(b)(3)(D)] - No Prior Testing for Enteric Virus/Viable Helminth Ova. 0 Alternative 5 [15A NCAC 02T. 1 106(b)(3)(E)-(K)] - Process to Further Reduce Pathogens (PFRP). Specify one: El composting, E3 heat drying, 0 heat treatment, E3 thermophilic aerobic digestion, E] beta ray eradiation, gamma ray irradiation, or El pasteurization. b. For Land Application of Class B. ED Alternative 1 [15A NCAC 02T.1106(c)(1)] - Fecal Coliform Density Demonstration. El Alternative 2 [15A NCAC 02T. 1 106(c)(2)] - Process to Significantly Reduce Pathogens (PSRP). Specify one 0 aerobic digestion, 0 air drying, [] anaerobic digestion, 0 composting, or 0 lime stabilization. C. For Surface Disposal. Select One of the Class A or Equivalent Pathogen Reduction Alternatives in Item II.7a. above. El Select One of the Class B or Equivalent Pathogen Reduction Alternatives in Item II. 7b. above. EJ Exempt -If Daily Cover Alternative is chosen in Item 11.8. below [15A NCAC 02T.1106(a)(2)]. El Not Applicable - Non -Biological Residuals with NO Domestic Wastewater Contribution. 8. Vector Attraction Reduction (VAR): Per 15A NCAC 02T.1107, specify how residuals will meet the VAR requirements: El Alternative 1 [15A NCAC 02T. 1 107(a)(1)] - 38% Volatile Solids Reduction (Aerobic/Anaerobic Digestion). Alternative 2 [15A NCAC 02T.I 107(a)(2)] - 40-Day Bench Scale Test (Anaerobic Digestion). Alternative 3 [15A NCAC 02T.I 107(a)(3)] - 30-Day Bench Scale Test (Aerobic Digestion). El Alternative 4 [15A NCAC 02T.1107(a)(4)] - Specific Oxygen Uptake Rate Test (Aerobic Digestion). ED Alternative 5 [15A NCAC 02T.I 107(a)(5)] - 14-Day Aerobic Processes. EJ Alternative 6 [15A NCAC 02T.I 107(a)(6)] - Alkaline Stabilization. f Alternative 7 [15A NCAC 02T.I 107(a)(7)] - Drying of Stabilized Residuals. Alternative 8 [15A NCAC 02T.1107(a)(8)] - Drying of Unstabilized Residuals. EJ Alternative 9 [15A NCAC 02T.1107(a)(9)] - Injection. Alternative 10 [15A NCAC 02T.I107(a)(10)] - Incorporation. Alternative for Surface Disposal Units Only - Soil/Other Material Cover [I 5A NCAC 02T.I 107(b)(2)]. Not Applicable - Non -Biological Residuals with NO Domestic Wastewater Contribution. Note: For animal processing residuals, only alternatives 9 or 10 may be chosen due to the nuisance conditions that typically occur when these residuals are applied and left on the land surface. FORM: RSC 06-16 Page 5 of 5 St�Josephs uI MO Tr k Alf Forestry Depart e tj i �it Riuerbend Recycling t H y Water.P a t .. & Transfer i � 6 .0oale Process Flow Diagram I ! i I _ FL04r: NIwElrrvhl SOUTHCO NER 3-63.0 I373.980 7.0WEST COR'R -77.0 - - - -- 'I I AOMIN. BUILDIL I '1 ENTRANCE DRIVE CL 4+205 I I ,I CHEMICAL FEEL] ' - �lli•�': �I I ENTRANCE �_U � I 5+250 FENCE VEN iURI_---'i 696.25 I I� VENTURI VAULT' I � ----�� Ir � CEN TER 7+62.0• MH $ 0.005. 6" MM o N11I , Lf CLEARWELL CENTER .ti' 20" RAWRAW`.1',':I / L r•,t 116 } 4+sao I I i CHEMICAL UP, III I II DR.',JNAGE DITCH I LAGOON DISTRIBUTION 10+43.0 FLOCCULATION ,n I FLOCC ULATIGJ J, E,'W\TER i 7 FBOX CENTER -1' u a IG HVURAV i •� ; N I LAGOON NO.I 10+740 3+ BASINS ENTER . t , 47.3 J i m INV, E.L.713.a ,i LAGOON NO. 2 CENTER 10-74.0 L' III LAGOON ENTRI�NCE �I DRIVE 10-9.5 i R1114 O O O �• ( I - - _ _ "" H SLI.I[„E IMl FT MATCHLINE WI H RAW WATER I INV - -_ N TRANSMISSION'LINE _ 1` ~ ._- - _ 717 $ I 6 S11FERNATANT 7 B6 w JRr! _ •I r'II I-- 'DRAIN - 10.03 a fJLET'_ ' �cTi AGOON INLET MHj 1 .. Oc. %IN r, , INLET ♦ �NL: 0 ,n 6097, 75 j I n 24"CRAIN- 0.012 EASTN:DROPINLET/MA NROLEiC H E D U L E------ --1-- FILTERS iN E INVERT IN/PIPE SIZE INVERT OUT,IPIPE SIZE x C.O. a1 2+33.0 4+04,0 773.1/I8". 713.I/12" I 712.9118" I \ C.B. •2 c.B2+31.0, 4-390 712.0! :3 I 711..8,l l8"7/2" 7G_-- 30"FILTERED[I .z+4 z.D 4.90.0 71o.ae.10.09.9/18 C.B. s2+36.0 5+570 705 I;I2" WATER ce=s z+asd 3-58.0 714.3:;1" TEE CS 2+860 4171.0 7 4312" i20"x5' 9$ \ C.B. =7 CB8 .9 .. __. I --�� 7._-_ ZG 0 (-TD.I=I 2+42.0 •+2.5 711.6i18" 71fd BI ❑ \ I M.H =1 5+68.8 4+12.3 710.0/24" 709.8!30" 6-5.25 M,H.<2 5+63.6 4+55.a 709.4/30". 709.4130", 704.2/30•• I ITRANS FORMER, AUX CEN' 706.4n2 " ---24"FINISHED WAIT SR TO BFUELTANK M.H,=3 a+d5.0 4♦55.8 706.3/30" 7061;30" i ! ( PUMPING STATIO�J/^-- M.H. a4 5+68.6 5+25.6 7:0.:11.2. 710,118" 7100130" M.H. =5 5-63.6 6+19.2 71.118 71 / I M.H.-6 4+44.? 6-19.2 9123l6 712.3l8" ]12.2i8" I CLEAR'WELL FUTURE M.M. -7 3+80. 6.19.2 713.0/e'" 712.9;'8" '� I ELEV. TANK-J M.H. =8 4+d4.9 6+08? 713.5,16". 7I3.5/6" 7I3.3%6" --20" TRANSMISSIO 4 LINE - - GCB 8 N-1100N1000 - N900-.-N 800 N700 NO, DATE REVISION INIT. ... 0 40 80 MATCH .INE CONTRAC T_ ' N500 N400 N300 CITY OF MOUNT HOLLY WATER TREATMENT PL WATP70 r--Ar,ii iTl CC I nTI/�A1 n Clt I11 N1/� Quantitative Justification of Residuals Production Rate The City of Mount Holly's Water Treatment Plant produces an estimated 200 Dry Tons per year of residuals through the treatment of Potable Water. The currently requested 300 Dry Tons should allow for any growth in the water system and for any unforeseen increases in the amount of residuals that the Water Treatment Plant produces. Southern Soil Builders, Inc. Mount Holly, WTP Permit No. WQ0038071 SAMPLING PLAN Annually, if a land application event occurs, grab samples are collected from the holding pond. Samples from the pond will be combined to form individual grab samples to be sent to a laboratory for analysis. If a land application event is to occur in the early part of a calendar year (i.e. January or early February) these samples may have to be taken in December so results can be obtained before the land application event, as some results take 30+ days to receive. These individual grab samples are collected and tested for nutrient analysis, and a TCLP test. These tests will be taken by Southern Soil Builders, Inc. All samples with the exception of the composite residual sample will be taken to Statesville Analytical. All samples taken will be taken in the same condition as the residuals are to be land applied. Annually, if land application occurs, a composite residual sample will be analyzed, prior to a land application event for: Cadmium, Copper, Lead, Mercury, Molybdenum, Nickel, Selenium, Zinc, Aluminum, Ammonia Nitrogen, Calcium, Nitrate Nitrogen, Magnesium, % total Solids, pH, Phosphorus, Potassium, TKN, Sodium From this information, the Plant Available Nitrogen (PAN) and a Sodium Absorption Ratio (SAR) will be calculated. This sample will collected in a non -breakable container, at least one quart in size. This sample will be taken from the digester. This test will be done by A&L Labs. Laboratory Analytical Reports Page: 1 of 2 Report Number: 16-301-0206 Account Number: 46381 Send To: Southern Soil Builders Dennis Key 958 Hoots Road Roaring River, NC 28669 Way oin y�Or� ANALYTIC L Project: MT Holly WTP NC Cert #257 Lab Number: 60432 REPORT OFANALYSIS Sample Id : MT Holly WTP 7621 Whitepine Road, Richmond, VA 23237 Main 804-743-9401 ° Fax 804-271-6446 www.waypointanalytical.com Date Sampled: 10/24/2016 12:55:00 Date Received: 10/27/2016 00:00 Total Solids * - s r Moisture * 0.38 3800 100.0 JM 10/27/2016 15:05 Total Kjeldahl Nitrogen 99.61 100.0 JM 10/27/201615:05 Total Phosphorus 4.36 43600 10.0 JM 10/31/2016 09:35 Total Potassium 0.13 1270 100 JTR 11/02/2016 07:49 Total Sulfur 0.08 842 100 JTR 11/02/2016 07:49 Total Calcium 0.53 5280 100 JTR 11/02/2016 07:49 Total Magnesium 0. 00 100 JTR 11/02/2016 07:49 Total Sodium 0.09 940 100 JTR 11/02/2016 07:49 Total Iron 0.04 100 JTR 11/02/2016 07:49 Total Aluminum 130 730 0 100 JTR 11/02/2016 07:49 Total Manganese 170000 1000 JTR 11/02/2016 07:53 Total Copper 329 5.00 JTR 11/02/2016 07:49 Total Zinc 88.7 5.00 JTR 11/02/2016 07:49 Ammonia Nitrogen 57.1 5.00 JTR 11/02/2016 07:49 Organic N 0.51 5130 10.0 SJB 10/28/2016 09:00 Nitrate+Nitrite-N 3.85 38470 10.0 10/28/2016 09:00 <1.01 1.01 SJB 1rt/-41mnia 1•].cn All values are on a dry weight basis except as noted by asterisk. Detection limit on all N series is on a wet basis. Our reports and letters are for the exclusive and confidenti I use of our clients. and may not be reproduced in whole or par,, nor- may any reference be nade to the work, the results. or the company in any advertising, news release, or other public announcements without obtaining our prior written authorization. SM-2540G SM-2540G SM-4500-NH3C-TKN 6010C 6010C 6010C 6010C 6010C 6010C 6010C 6010C 6010C 6010C 6010C SM-4500-NH3C CALCULATION 4500NO3F-2011 Debbie Holt Laboratory Supervisor Page: 2 of 2 Report Number: 16-301-0206 Account Number: 46381 Send To: Southern Soil Builders Dennis Key 958 Hoots Road Roaring River, NC 28669 Waypoint-q- ANALYTICAL Project: MT Holly WTP NC Cent #257 7621 Whitepine Road, Richmond, VA 23237 Main 804-743-9401 a Fax 804-271-6446 www.waypointanalytical.com Lab Number: 60432 REPORT OF ANALYSIS Date Sampled: 10/24/2016 12:55:00 Sample Id : MT Holly WTP Date Received: 10/27/2016 00:00 Date Reported: 11/02/2016 Total Cadmium Total Chromium Total Nickel Total Lead Total Arsenic Total Mercury Total Selenium PH (Standard Units) Total Molybdenum M <2.00 123 10.8 21.6 32.3 <0.400 <5.00 <5.00 Comments: SULFUR AND ORGANIC NITROGEN NOT FOR COMPLIANCE PURPOSES. 2.00 5.00 5.00 5.00 3.00 0.400 5.00 5.00 JTR JTR JTR JTR JTR JM JTR SJB JTR All values are on a dry weight basis except as noted by asterisk. Detection limit on all N series is on a wet basis Our reports and letters are for the exclusive and confidential use of our clients. and may not be reproduced in whole orpart, nor may any reference be made to the work, the results. or the company in any advertising, news release, or other public announcements without obtaining our puior written authorization. 11/02/2016 07:49 11/02/2016 07:49 11/02/2016 07:49 11/02/2016 07:49 11/02/2016 07:49 11 /01 /2016 10:30 11/02/2016 07:49 10/28/2016 09:00 11/02/2016 07:49 6010C 6010C 6010C 6010C 6010C SW-7471 B 6010C SW-9045D 6010C Debbie Holt Laboratory Supervisor PAN Mineralization Rate TKN NH3 NO3 0.4 43600 5130 1.01 PAN Surface 17954.01 rng/kg 35.90802 Ibs/dry ton 10772.41 lbs total PAN #®IV/O! Ibs PAN/acre PAN In'ection 20519.01 rng/k 41.03802 lbs/dry ton 12311.41 lbs total PAN #DIV/O! lbs PAN/acre ff y Tons/1000 al. 0.015846 1st year PAN Surface lbs. 10772.406 1st year PAN Injected lbs. 12311.406 lbs./acre Surface # W/0' lbs./acre Injected #DN/0! as caecimal Total dry Acres NO2 % Solids tons/year Applied on 0 0.0038 300 MR(TKN-NH3)+ + .5(NH3)+NO3+NO2 =mg/kg mg/kg x .002 =Ibs/dry ton MR(TKN-NH3) + 1(NH3)+NO3+NO2 mg/kg x .002 =mg/kg =Ibs/dry ton 1000 X 8.34 X %solids X sp. gravi "=dry tons/1000gal." 2000 pppppp- SAR Sodium Absorption Ratio Na: Sodium (Mg/L) Equivalent weight: 23 Ca: Calcium (Mg/L) Equivalent weight: 20 Mg : Magnesium (Mg/L) Equivalent weight: 12 Milli Equivalent = Mg/L / Equivalent weight Na M /L Ca M /i 1.1 23.18 3.57 Na ME Ca ME Mg (ME) 0.073913 - 1.159 0.2975 SAR= Na Milli Equivalent/[0.5 X (Ca Milli Equivalent + Mg Milli equivalent)]0.5 power SAR = 0.086613 (From Mg/L entered above) SAR= 0.083966 (From ME entered below) Na ME Ca ME M MEl 0.07 1.16 0.23 The amour amount of E Permitting I Analytical Results Southern Soil Builders 958 Hoots Road Roaring River, NC 28669 Receive Date: 10/24/2016 Reported: 11/14/2016 For: Mt Holly WTP Comments: Sample Number Parameter Sample ID Result Unit Method Analyzed Analyst 161024-13-01 Corrosivity Mt. Holly WTP See Attached sw-846 10/26/2016 Pace 161024-13-01 Ignitability Mt. Holly WTP See Attached 1010M 161024-13-01 Reactivity Mt. Holly WTP See Attached sw-846 10/26/2016 Pace 161024-13-01 TCLP Mt. Holly WTP See Attached as Noted 10/26/2016 Pace 10/26/2016 Pace Respectfully submitted, rOP.'wc(' j—Y37 t1) Dena Myers NC Cert #440, NCDW Cert #37755, EPA #NC00909 PO Box 228 • Statesville, NC 28687 • 704/872/4697 Page 1 of 2 Pace Analytical Services, LLC aceAnalytical 9800 Kincey Ave. Suite 100 www.pacelabs.com Huntersville, NC 28078 (704)875-9092 ANALYTICAL RESULTS Project: 161024-13 Pace Project No.: 92317194 Sample: 161024-13 Lab ID: 92317194001 Collected: 10/24/16 12:55 Received: 10/25/16 08:25 Matrix: Solid Results reported on a "dry weight' basis and are adjusted for percent moisture, sample size and any dilutions. Parameters Results Units Report Limit DF p Prepared Analyzed CAS No. Qual 8081 GCS Pesticides, TCLP Analytical Method: EPA 8081 Preparation Method: EPA 3510 Leachate Method/Date: EPA 1311; 11/02/16 14:00 gamma-BHC (Lindane) ND Chlordane (Technical) NO ug/L 0.50 1 11/07/16 15:44 11/08/16 13:26 58-89-9 Endrin NO ug/L ug/L 3A 1 11/07/16 15:44 11/08/16 13:26 57-74-9 Heptachlor NO 0.50 1 11/07/16 15:44 11/08/16 13:26 72-20-8 Heptachlor epoxide ND ug/L 0.50 1 11/07/16 15:44 11/08/16 13:26 76-44-8 Methoxychlor NO ug/L ug/L 0.50 1 11/07/16 15:44 11/08/16 13:26 1024-57-3 Toxaphene NO ug/L 1000 1 11/07/16 15:44 11/08/16 13:26 72-43-5 Surrogates 3.0 1 11/07/16 15:44 11/08/16 13:26 8001-35-2 Decachlorobiphenyl (S) 60 % Tetrachloro-m-xylene (S) 68 % 10-138 1 11/07/16 15:44 11/08/16 13:26 2051-24-3 10-110 1 11/07/16 15:44 11/08/16 13:26 877-09-8 8151 Chlorinate Herbicide TCLP Analytical Method: EPA 8151 Preparation Method: EPA 3510 2,4-D 2,4,5-TP (Silvex) Surrogates 2,4-DCAA (S) 6010 MET ICP, TCLP Arsenic Barium Cadmium Chromium Lead Selenium Silver 7470 Mercury, TCLP Mercury 8270 MSSV TCLP Sep Funnel 1,4-Dichlorobenzene 2,4-Dinitrotoluene Hexachloro-1,3-butadiene Hexachlorobenzene Hexachloroethane 2-Methylphenol(o-Cresol) 3&4-Methylphenol(m&p Cresol) Nitrobenzene Pentachlorophenol Pyridine 2,4,5-Trichlorophenol 2,4,6-Trichlorophenol Date: 11/10/2016 05:22 PM NO mg/L NO mg/L 96 % 0.010 1 11/08/16 10:00 11/10/16 03:39 94-75-7 0,010 1 11/08/16 10:00 11/10/16 03:39 93-72-1 39-139 1 11/08/16 10:00 11/10/16 03:39 19719-28-9 Analytical Method: EPA 6010 Preparation Method: EPA 3010A Leachate Method/Date: EPA 1311; 11/01/16 18:40 Initial pH: 5.6; Final pH: 5.6 NO mg/L 0.050 1 NO mg/L 0.25 1 NO mg/L 0.0050 1 NO mg/L 0.050 1 NO mg/L 0.025 1 NO mg/L 0.10 1 NO mg/L 0.025 1 11/02/16 16:30 11/02/16 16:30 11/02/16 16:30 11/02/16 16:30 11/02/16 16:30 11/02/16 16:30 11/02/16 16:30 11/04/16 01:20 11/04/16 01:20 11/04/16 01:20 11/04/16 01:20 11/04/16 01:20 11/04/16 01:20 11/04/16 01:20 7440-38-2 7440-39-3 7440-43-9 7440-47-3 7439-92-1 7782-49-2 7440-22-4 Analytical Method: EPA 7470 Preparation Method: EPA 7470 Leachate Method/Date: EPA 1311; 11/01/16 18:40 Initial pH: 5.6; Final pH: 5.6 NO mg/L 0.00020 1 11/02/16 20:35 11/03/16 10:29 7439-97-6 Analytical Method: EPA 8270 Preparation Method: EPA 3510 Leachate Method/Date: EPA 1311; 11/02/16 14:00 NO ug/L 50.0 1 NO ug/L 50.0 1 NO ug/L 50.0 1 NO ug/L 50.0 1 NO ug/L 50.0 1 NO ug/L 50.0 1 NO ug/L 50.0 1 ND ug/L 50.0 1 NO ug/L 100 1 NO ug/L 50.0 1 NO ug/L 50.0 1 NO ug/L 50.0 1 11/07/1614:30 11/07/1614:30 11/07/1614:30 11/07/1614:30 11/07/1614:30 11/07/1614:30 11/07/1614:30 11/07/1614:30 11/07/1614:30 11/07/1614:30 11/07/1614:30 11/07/1614:30 11108/1610:36 11/08/1610:36 11/08/1610:36 11/08/1610:36 11/08/1610:36 11/08/1610:36 11/0811610:36 11/08/1610:36 11/08/1610:36 11/08/1610:36 11/08/1610:36 11/08/1610:36 106-46-7 121-14-2 87-68-3 118-74-1 67-72-1 95-48-7 98-95-3 87-86-5 110-86-1 95-95-4 88-06-2 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Page 5 of 27 W7acmnalyicalo www..pacelabs.com ANALYTICAL RESULTS Pace Analytical Services, LLC 9800 Kincey Ave. Suite 100 Huntersville, NC 28078 (704)875-9092 Project: 161024-13 Pace Project No.: 92317194 Sample: 161024-13 Lab ID: 92317194001 Collected: 10/24/16 12:55 Received: 10/25/16 08:25 Matrix: Solid Results reported on a "dry weight' basis and are adjusted for percent moisture, sample size and any dilutions. Parameters Results Units Report Limit DF P repared Analyzed CAS No. Qua[ 8270 MSSV TCLP Sep Funnel Analytical Method: EPA 8270 Preparation Method: EPA Leachate Method/Date: EPA 1311; 11/02/16 14:00 3510 Surrogates Nitrobenzene-d5 (S) 67 % 2-Fluorobiphenyl (S) 60 % 12-102 1 11/07/16 14:30 11/08/16 10:36 4165-60-0 Terphenyl-d14 (S) 94 % 13-107 1 11/07/16 14:30 11/08/16 10:36 321-60-8 -60-8 3218-51-0 Phenol-d6 (S) 32 % 21-132 1 11/07/16 14:30 11/08/16 10:36 2-Fluorophenol (S) 44 % 10-110 1 11/07/16 14:30 11/08/16 10:36 13127-8873 2,4,6-Tribromophenol (S) 71 % 10-110 1 11/07/16 14:30 11/08/16 10:36 367-12-4 8260 MSV TCLP 27-108 1 11/07/16 14:30 11/08/16 10:36 118-79-6 Analytical Method: EPA 8260 Leachate Method/Date: EPA 1311; 11/01/16 15:18 Benzene Benzenne (MEK) ND ug/L ND 5.0 1 11/04/16 17:12 71-43-2 Carbon tetrachloride ug/L ND ug/L 10.0 1 11/04/16 17:12 78-93-3 Chlorobenzene ND ug/L 5.0 1 11/04/16 17:12 56-23-5 Chloroform ND ug/L 5.0 1 11/04/16 17:12 108-90-7 1,4-Dichlorobenzene ND ug/L 5.0 1 11/04/16 17:12 67-66-3 1,2-Dichloroethane ND ug/L 5.0 1 11/04/1617:12 106-46-7 1,1-Dichloroethane ND ug/L 5.0 1 11/04/16 17:12 107-06-2 Tetrachloroethene loroetne ND ug/L 5.0 1 11/04/16 17:12 75-35-4 Tetrac ochlorideroethe ND ug/L 5.0 1 11/04/16 17:12 127-18-4 Vinyl ND ug/L 5.0 1 11/04/16 17:12 79-01-6 Surrogates 5.0 1 11/04/16 17:12 75-01-4 1,2-Dichloroethane-d4 (S) 96 Toluene-d8 (S) 106 70-130 1 11/04/16 17:12 17060-07-0 4-Bromofluorobenzene (S) 95 67-135 1 11/04/16 17:12 2037-26-5 Percent Moisture 70-130 1 11/04/16 17:12 460-00-4 Analytical Method: ASTM D2974-87 Percent Moisture 99.7 1010 Flashpoint,Closed Cup Analytical Method: EPA 1010 0.10 1 10/26l16 07:44 Flashpoint >200 deg F 70.0 1 9045 pH Soil Analytical Method: EPA 9045 10/31/16 10:19 pH at 25 Degrees C 6.6 Sid. Units 0.10 1 9095 Paint Filter Liquid Test Analytical. -Method: EPA 9095 \ 10/31/1614:23 H1 Free Liquids FAIL 733C S Reactive Cyanide (An�y_tical-Method: 1.0 1 11/07/16 16:35 SW-846 7.3.3.2 Cyanide, Reactive ND mg/kg 385 1 11/02/16 20:49 735S Reactive Sulfide Analytical Method: SW-846 7.3.4.2 Sulfide, Reactive ND mg/kg 3850 1 11/02/16 16:40 Date: 11/10/2016 05:22 PM REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical services, LLC. Page 6 of 27 Water Resources ENVIRONMENTAL QUALITY November 28, 2016 DENNIS KEY —PRESIDENT SOUTHERN SOIL BUILDERS, INC. 958 HOOTS ROAD ROARING RIVER, NORTH CAROLINA 28669-9148 Dear Mr. Key: PAT MCCRORY Governor DONALD R. VAN DER VAART Secretary S. JAY ZIMMERMAN RECEIVED/NCDENRIDar)no,. DEC - 12016 WOROS MOORESVILLE REGIONAL OFFICE Subject: Acknowledgement of Application No. WQ0038071 Southern Soil Builders Class A Distribution Program Residuals Management System Gaston County The Water Quality Permitting Section acknowledges receipt of your permit application and supporting documentation received on November 28, 2016. Your application package has been assigned the number listed above, and the primary reviewer is Troy Doby. Central and Regional Office staff will perform a detailed review of the provided application, and may contact you with a request for additional information. To ensure maximum efficiency in processing permit applications, the Division of Water Resources requests your assistance in providing a timely and complete response to any additional information requests. Please note that processing standard review permit applications may take as long as 60 to 90 days after receipt of a complete application. If you have any questions, please contact Troy Doby at (919) 807-6336 or troy.doby@ncdenr.gov. Sincerely, Nathaniel D. Thornburg, Supervisor Division of Water Resources cc: Maoresu nle�l�egi'�!�` onaal�CT3ffice;=Water_dual' fy�IZegional ® er tianslrSectioas ermrt File WQ0038071 State of North Carolina I Environmental Quality I Water Resources I Water Quality Permitting I Non -Discharge Permitting 1617 Mail Service Center I Raleigh, North Carolina 27699-1617 919 807 6464 btu', I — 0— 0 e(Q--4%c� Operation and Maintenance Plan City of Mount Holly, NC Water Treatment Plant RECEIVED/NCDENR/DWR ( JA N 17 2017 WQROS MOORESVILLE REGIONAL e In accordance to the requirements as issued by the North Carolina Department of Environmental Quality using NCGS 143-215.1 and 143-215.3(a) based on 15A NCAC 02T .110, the City of Mount Holly and Southern Soil Builders, Inc. are implementing this Operation and Maintenance Plan. The Class A distribution program from the City of Mount Holly's Water Treatment Plant will be conducted from the Water Treatment facility, located at 111 Mountain Island Mount Holly, NC. Residuals will be removed and given away to local farmers to be used as a soil amendment. The residuals will be removed on as needed bases; as fluctuation in the output of the plant will vary with changing economic conditions. The day to day operation of the running of the Water Treatment will be conducted by City of Mount Holly. The operations of the distribution program will be conducted by Southern Soil Builders, Inc. A label shall be provided to every recipient of the residual material, in addition to this label, the ORC will make sure every recipient is educated in the proper use of the residuals. Prior to distributing these residuals to local farmers, the following sampling conditions must be met (as is outlined in greater detail in the sampling plan attached to this Operation and Maintenance Plan). Toxicity Characteristics Leaching Procedure (TCLP) will be conducted once per permit cycle. An analysis of the parameters will be conducted annually if a distribution event takes place. A fecal coliform test shall be conducted as required in 15A NCAC 027T .1106 chapters (a) and (b) to show that the density of the fecal coliform is less than 1,000 MPN per gram of total solids, each year a distribution event takes place These samples will be collected by the ORC or his/her designee and transported to an approved lab the same day the samples are taken, as in accordance to 15A NCAC 02B .0505. The samples must be taken in a matter to ensure a representative sample of the residuals has been taken. To prevent any spills and or safety issues from occurring the flowing will take place during a distribution event. In the unlikely event of a spill consult the spill control plan immediately. 1. Access to the facility will be controlled with a locked gate and signs to prevent any unauthorized entry into the complex; this gate will be lock at the end of each day. 2. All pumps and hose will be checked at the start of each day for leaks or loose fittings. All tanker valves are closed prior to loading and lids are closed prior to transport. 4. All dump trailers or dump trucks gates are tightly fastened and do not leak prior to transport. 5. All on road equipment is check as per DOT regulations for any safety or mechanical hazards or issues. 6. All equipment is secured at the end of each working day to prevent any tampering or unauthorized use. The fields should be inspected daily by the ORC or the BORC for compliance with the conditions that is outline in then permit. The inspection should consist of (but not limited to): 1. All required set -backs and buffers are in compliance 2. All required record keeping of truck and fields sheets are maintained and properly filled out so accurate records of the volume and locate of residuals are keep. 3. All public access points are controlled (signs posted, gates closed) 4. Make sure all fields records are turned over to the ORC and the City of Mount Holly so records and be reviewed by NCDEQ and an annual report can be constructed. If any issues or violations are discovered, the ORC, Mount Holly WTP and the Mooresville Regional Office should be contacted as soon as safely possible. Southern Soil Builders, Inc. Mount Holly, WTP Permit No. WQ0038071 SAMPLING PLAN Annually, if a land application event occurs, multiple individual grab samples are collected from the holding pond and sent to a laboratory for analysis. If a land application event is to occur in the early part of a calendar year (i.e. January or early February) these samples may have to be taken in December so results can be obtained before the land application event, as some results take 30+ days to receive. These individual grab samples are collected and tested for nutrient analysis, and a TCLP test. These tests will be taken by Southern Soil Builders, Inc. All samples with the exception of the composite residual sample will be taken to Statesville Analytical. All samples taken will be taken in the same condition as the residuals are to be land applied. Annually, if land application occurs, a composite residual sample will be analyzed, prior to a land application event for: Cadmium, Copper, Lead, Mercury, Molybdenum, Nickel, Selenium, Zinc, Aluminum, Ammonia Nitrogen, Calcium, Nitrate Nitrogen, Magnesium, % total Solids, pH, Phosphorus, Potassium, TKN, Sodium From this information, the Plant Available Nitrogen (PAN) and a Sodium Absorption Ratio (SAR) will be calculated. This sample will collected in a non -breakable container, at least one quart in size. This sample will be taken from the holding ponds. This test will be done by A&L Labs. State of North Carolina Department of Environmental Quality Division of Water Resources WATER QUALITY REGIONAL OPERATIONS SECTION -DISCHARGE APPLICATION REVIEW REQUEST FORM Division of Wester Resources NON November 28, 2016 RECEIVED/NCDENR/DWI To: M b WQ:ROS _And>evv P,Itner / Corey�B:as nggr DEC - 1 2016 From: Troy Doby, Water Quality Permitting Section - Non -Discharge Permitting Unit WOROS MOORESVILLE REGIONAL OFFICE Permit Number: WQ0038071 Permit Type: Distribution of Residual Solids (503 Exempt) Applicant: Southern Soil Builders, Inc. Project Type: Major Modification Owner Type: Organization Owner in BIMS? Yes Facility Name: Southern Soil Builders Class A Distribution Program Signature Authority: Dennis Key Address: 958 Hoots Road, Roaring River, North Carolina 28669-9148 Fee Category: Non -Discharge Minor Facility in BIMS? Yes Title: President County: Gaston Fee Amount: $245 - Major Modification Comments/Other Information: lam' 3ybae ou t la s J residual ui�al iiiarr�ris>iirGa: 00 ,lY� - Attached, you will find all information submitted in support of the above -referenced application for your review, comment, and/or action. Within 45 calendar days, please take the following actions: ® Return this form completed. ❑ Attach an Attachment B for Certification ® Return a completed staff report. ❑ Issue an Attachment B Certification. When you receive this request form, please write your name and dates in the spaces below, make a copy of this sheet, and return it to the appropriate Central Office Water Quality Permitting Section contact person listed above. RO-WQROS Reviewer: Date: FORM: WQROSNDARR 09-15 Page 1 of 1 Page 1 of 3 Google Maps 610 East Center Avenue, Mooresville, NC Drive 29.9 miles, 46 min to 111 Mountain Island Rd, Mt Holly, NC 28120 nwt ,. - ••j ,- � \ en ee� eecle..0�_ Cea.� _ �, Cam, Q � - •Y' i - � � '� - � _ • t+d`�' t � V•y ti �` �K..meFWi9 V O ©.. np nmo-aeee, cMm�e M, �m.- - ti, f':: � � � to - �( "ow - J p� � _• p, _. ` .. ` .n �°°F tti �amn,.4, �� 11 - � s i� as a•! !08 �,..p'O' � 'i � a ,1 01, .00gle�.wemmem smm. O n wsa.�a R.mw< 'm n�.. - - - ^/ _a:74e.eHa� _ rr'•'.�z` .�.�� tagn �Charlotle i �"• 1. �J Map data ©2016 Google 2 mi 610 East Center Avenue, Mooresville, NC Get on 1-77 S/US-21 S in Davidson from S Main St, NC-115 S and Langtree Rd 13 min (5.7 mi) t 1. Head south on Evergreen St toward E Center Ave 282 ft f 2. Turn right onto E Center Ave 41 3. Turn left onto S Church St frO' 4. Turn right onto College St 41 5. Turn.left onto S Main St t 6. Continue onto NC-115 S 0.5 mi 0.5 mi 0.1 mi 1.2 mi 2.1 mi r' 7. Turn right onto Langtree Rd 1.1 mi R 8. Use the left 2 lanes to turn left onto the Interstate 77 S/US 21 S ramp 0.2 mi Follow 1-77 S and 1-485 Outer to NC-16 N/Brookshire Blvd in Charlotte. Take exit 16 from 1-485 Outer 17 min (18.0 mi) 12/21/2016 Page 2 of 3 9. Merge onto 1-77 S/US-21 S 0 Continue to follow 1-77 S 11.1 mi 10. Use the right 2 lanes to take exit 19A-19B for Interstate 485 Outer S toward Spartanburg 1.1 mi 11. Merge onto 1-485 Outer 1' 12. Take exit 16 for NC-16/13rookshire Blvd toward Newton Continue on NC-16 N. Take NC-273 S to Mountain Island Rd in Mount Holly r' 13. Turn right onto NC-16 N/Brookshire Blvd (signs for Newton) Continue to follow NC-16 N 11 14. Turn left onto State Rd 1922/Lucia Riverbend Hwy *1 15. Turn left onto NC-273 S 41 16. Turn left onto Mountain Island Rd 111 Mountain Island Road Mount Holly, NC 28120 These directions are for planning purposes only. You may find that construction projects, traffic, weather, or other events may cause conditions to differ from the map results, and you should plan your route accordingly. You must obey all signs or notices regarding your route. 5.5 mi 0.4 mi 9 min (6.1 mi) 3.0 mi 1.0 mi 2.0 mi 361 ft 12/21/2016